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12 3 ■ ■ ■ 7 8■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ IEL.= 112' - 0" T.O. FTG. 34' - 8" ELEVATION ALONG LINE "1.5F" 1/4" = 1'-0" _ (M M) (M M) 21'-6 3/8" 8X32 CONCRETE BEAM i 1 r 3 I� r—RETE TOP OF CONC1 I i l EL V. = 1 7'-7" DOUBLE L4x4x3/8"x12" LG. AT TOP OF i POST WITH (2) 3/4" HILTI HIT-HY 200 EPDXY WITH 5 5/8" EMBEDMENT INTO CONCRETE TIE BEAM (TYPICAL AT TOP OF HSS POST AT JAMB) L4x4x3/8"x12" LG. WITH (2) 3/4" HILTI HIT-HY 270 EPDXY WITH 5 5/8" EMBEDMENT INTO CMU WALL (TYPICAL AT 1 HSS POST AT JAMB AT 32" O.C.) I g CONTINUOUS KNOCK -OUT BLOCK WITH CONTINUOUS #5 GROUTED SOLID CIP 8x24 CONCRETE TlE BEAM I T.O. WALL . ._ .. = _ .. ... _ _ .. > . _ - ELEV 129 0' i TOP OF CONCRETE ,STOP OF CONCRETE �.- ELEV. - ELE . - 1 �, 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" EMBEDMENT. WELD HSS POST TO BASE PLATE ALL AROUND WITH 1/4" WELD. I i (TYPICAL) E GENERATOR LEVEL a ° 8" CONCRETE WALL 5" CONC SLAB -ON -GRADE I ° - SEE PLAN NOTE { ° ° d °•T/ SLAB EL.= 11 T - 4" a I 21'-6 3/8" I TOP OF WALL ELEV. = 141'-0" 8X32 CONCRETE BEAM CONTINUOUS KNOCK -OUT BLOCK WITH t-In 0%/7A t t-lK l+r)CTC ncA&A:)n1 iTCr1 C/11 Ill ELEVATION ALONG LINE 11.5H" 1/4" = 1'-0" 56' - 2 3/8" 1.5K 1.5H 1.51F y y 78'-0° 32' - 8" 45' - 4" jT.O. WALL _ - - ELEV - 141 -0 DOUBLE L4x4x3/8"x12" LG. AT TOP OF POST WITH (2) 3/4" HILTI HIT_HY 200 EPDXY WITH 5 5/8" EMBEDMENT ,`TOP OF CONCRETE INTO CONCRETE TIE BEAM ELEV. - 137 -7 _.._,__ -, .. r -: �-;�.' � 4 TYPICAL AT TOP OF HSS POST AT JAMB ) � _ a 8X32 CONCRETE BEAM I p c , A 4 F. Y q y, .h. CONTINUOUS KNOCK -OUT BLOCK WITH , !I I I I I 1 I i 1 1 CONTINUOUS#5 GROUTED SOLID #5 DOWEL WITH 50 BAR DIAMETER LAP SPLICE AT WALL VERTICAL REINFORCEMENT. 2 \ / IA.\ / / \ SUPPORT ANGLE / \ SUPPORT ANGLE / \ SUPPORT ANGLE / i S301 1 \ ANCHOR TO WALL' '_0 1 co \ ANCHOR TO WALL / T 1 (0 \ ANCHOR TO WALL TO 1 I X \ / X 1 1 X \ / 1 i X \ / to I 1 i 1 \ / 1 \ / X \\ / X i S301 X \\ X 0 X V \\ X D co / 1 // t 1 // 1 1 U) \ / w CONTINUOUS KNOCK -OUT BLOCK WITH _ \ / _ _ � _ co / _ CONTINUOUS #5 GROUTED SOLID 3/4" ISOLATION JOINT � HSS�X4,X5/16 HS�X4�5/16 \ / L4x4x3/8"x12" LG. WITH TOP OF WALL r j \ 1 X 1 OPEN 1 (2) 3/4" HIEPDXY WITH 5 ; i / \ 5/8" EMBEDMENT INTO CMU WALL Y ELEV. = 124'-8" :; ..• • . :: :.. ::. • ,_ ..-: • ; ,.. ` : - T. _. ._,. '_. • ' '; U U \ / u (TYPICAL AT HSS POST AT JAMB) 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" 1 / SUPPORT ANGLE EMBEDMENT. WELD HSS POST TO BASE ANCHOR TO WALL \ 1 1 \ I 1 / \ 1 i PLATE ALL AROUND WITH 1/4" WELD. \ / \ / \ (TYPICAL) GENERATOR LEVEL RIM 118'- 1-V 10" CONCRETE RETAINING WALL a, OPEN EL.= 112' - 0•' OPEN T.O. FTG. T.O.FTG. °, , a a°°. ° a°. e d °'a _._ e ° . 4 a_ d. - a d° ° TYP a- a 9 d ° a d 12 S602 ELEVATION ALONG LINE "QQ11 3 s3o1 1/4" = 1'-0" QQ) DOUBLE L4x4x3/8"x12" LG. AT TOP OF POST WITH (2) 3/4" HILTI HIT-HY 200 EPDXY WITH 5 5/8" EMBEDMENT INTO CONCRETE TIE BEAM (TYPICAL AT TOP OF HSS POST AT JAMB) 01A•XdiP[43C7A9:3 3 f\TA] CONTINUOUS KNOCK -OUT BLOCK WITH CONTINUOUS #5 GROUTED SOLID #5 DOWEL WITH 50 BAR DIAMETER LAP SPLICE AT WALL VERTICAL REINFORCEMENT. L4x4x3/8"x12" LG. WITH (2) 3/4" HILTI HIT-HY 270 EPDXY WITH 5 5/8" EMBEDMENT INTO CMU WALL (TYPICAL AT HSS POST AT JAMB) SUPPORT ANGLE ANCHOR TO WALL 6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS ANCHORS WITH 4" EMBEDMENT. WELD HSS POST TO BASE PLATE ALL AROUND WITH 1/4" WELD. (TYPICAL) GENERATOR LEVEL 118' - 11" WALL 8 CMU WALL McEtroyEngineering,i STRUCTURAL DESIGN GROUP 1835 EDGEWATER DRIVE ORLANDO, FL. 32804 PHONE: 407.245.8775 FAX: 407.245.8744 WEBSITE: mcelroyeng.com Firm Registration: #33835 ME PROJECT NO: 1621-04 "TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE ACCURACY OF THE AS —BUILT CONDITIONS CANNOT BE GUARANTEED. SEAL Craig E. McElroy P.E. - FL No. 44741 �.�.% ; No. 44741 -0 CC -A- STATE /pNA 8 NEW BRICK TO MATCH EXISTING S603 I I - NEW CONT 3/8" x 12" LG PL AdventHealth i CONT ALUMINUM ANGLE 1-3/4"x1-3/4"x1/4" AT LOUVER CONNECTION WITH ITW 1/4" STAINLESS ZEPHYRHILLS STEEL TEKS/5 SCREWS AT 12" O.C. EACH LEG. PROVIDE 3M VINYL TAPE 472 FOR DISSIMILAR ZEPHYRHILLS GENERATOR ADDITION METAL SEPARATION WHERE REQUIRED. I I NEW LOUVER SYSTEM NEW CONT 3/8" x 11" LG PLATE I I n NEW HSS6x4 NEW HSS6x6 POST BEYOND SINGLE PL i CONT ALUMINUM ANGLE 1-3/4"x1-3/4"x1/4" AT CONNECTION BEYOND LOUVER CONNECTION WITH ITW 1/4" STAINLESS AT POST WITH (1)1/2 Hunton STEEL TEKS/5 SCREWS AT 12 O.C, EACH LEG. DIA THRU BOLT PROVIDE 3M VINYL TAPE 472 FOR DISSIMILAR METAL SEPARATION WHERE REQUIRED. A R C H I T E C T>> NEW LOUVER SYSTEM NEW CONT 3/8" x 12" LG PLATE I DATE SUBMISSION NO 9 T.O. CONC (LVL 2) 12.17.21 CONSTRUCTION DOCUMENTS S603 d- ELEV =SEE ELEVS 03 22.22 CCD No. 1 ) CONCRETE WALL a, S301 3/4" = 1'-0" OUVER WALL ELEVATIONS PROJ. NO. H-20232.00 SHEET DRAWN VMM S301 ■ - ■ ■ u, ■ 4, ■ _ ■ 7 ■ 8 ■. C, 2 ■ Y � - ■ t� ■ tra - ■ ■ -i.. - ■ ,( ■ ?�,s` Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 407 839-0886 407 839-1709/Fax www.huntonbrady.com License AAC001744 P 9 ( ) ( ) Y